摘要
针对1 000 k V榆横—潍坊交流输电线路工程铁塔基础作用力大、工程环境及地质条件复杂的实际情况,从基础选型及构造措施入手,进行基础优化设计。通过在基础设计中采用单桩基础、板式基础、群桩基础、钢筋布置、地脚螺栓偏心及基础圆形保护帽等各种优化措施,取得了良好的社会效益和经济效益。
In view of the actual situation of large force,engineering environment and geological conditions of the tower foundation of 1 000 k V AC transmission line project from Yuheng to Weifang,starting with the foundation selection and construction measures,the basic optimization design is carried out.According to the actual situation of force applied to foundation,the engineering environment and the geological conditions of 1 000 k V AC line project from Yuheng to Weifang,the basic optimization design is carried out from selection of foundation and structural measures to start.By adopting various optimization measures in foundation design including single pile foundation,plate foundation,pile group foundation,layout of reinforcement,eccentric connection of anchor bolts,circular protective cap of foundationetc,good social and economic benefits are achieved.
作者
黄勇祥
苏仁恒
杨国军
李霖
周文化
HUANG Yongxiang;SU Renheng;YANG Guojun;LI Lin;ZHOU Wenhua(China Energy Engineer Group Hunan Electric Power Design Institute Co.,Ltd.,Changsha 410007,China;State Grid Shandong Electric Power Construction Company,Jinan 250001,China;State Grid Linyi Power Supply Company,Linyi 276000,China;State Grid Weifang Power Supply Company,Weifang 262510,China;State Grid Hunan Electric Power Company,Changsha 410004,China)
出处
《山东电力技术》
2018年第6期44-49,共6页
Shandong Electric Power
关键词
特高压
基础型式
地脚螺栓偏心
圆形保护帽
UHV
foundation type
eccentricity of anchor bolts
circular protective cap